CN105862755A - Arc-lock mixing type pile forming machine - Google Patents
Arc-lock mixing type pile forming machine Download PDFInfo
- Publication number
- CN105862755A CN105862755A CN201610253877.0A CN201610253877A CN105862755A CN 105862755 A CN105862755 A CN 105862755A CN 201610253877 A CN201610253877 A CN 201610253877A CN 105862755 A CN105862755 A CN 105862755A
- Authority
- CN
- China
- Prior art keywords
- snap close
- post
- dise knife
- recessed dise
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 239000004567 concrete Substances 0.000 claims abstract description 41
- 239000002689 soil Substances 0.000 claims abstract description 33
- 238000004519 manufacturing process Methods 0.000 claims abstract description 10
- 239000004568 cement Substances 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000005553 drilling Methods 0.000 claims description 12
- 238000005520 cutting process Methods 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 10
- 239000000203 mixture Substances 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to an arc-lock mixing type pile forming machine. A plurality of concrete locking piles which are spaced apart by a distance of one locking pile are manufactured; when the concrete strength of the locking piles at the two sides reaches a constant value, a cemented soil locking pile is manufactured between every two locking piles within the interval distance by the arc-lock mixing type pile forming machine according to the cemented soil pile manufacturing work mode of the arc-lock mixing type pile forming machine so as to enable a concave arc head at the left end of a cemented soil locking pile between every two concrete locking piles to fit to a convex arc head at the right end of the concrete locking pile on the left, and to enable a convex arc head at the right end of the cemented soil locking pile to fit to a concave arc head at the left end of the concrete locking pile on the right, thereby forming a pile wall in mutual arc locking between a plurality of concrete locking piles and cemented soil locking piles between every two concrete locking piles. The pile wall is used for soil retaining and seepage preventing of building foundations.
Description
Technical field
The present invention relates to a kind of mixing pile machine, the arc latched mixing pile machine used in a kind of building foundation engineering.
Background technology
Cement-soil mixing pile machine is, by cutting agitating device, with cement mortar, the soil body of underground is stirred pile, and at present, arc latched mixing pile machine can only manufacture Soil-cement piling wall.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of energy manufactures the arc latched mixing pile machine that multiple cement soil piles are the most arc latched with multiple concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of arc latched mixing pile machine, on the left of drilling rod lower end the upper end of fixation steel plate support one, and the centre of motor one shell is fixed in the lower end of steel plate support one, and the front end rotating shaft of motor one is fixed with first half recessed dise knife post, and the rear end rotating shaft of motor one is fixed with later half recessed dise knife post；On the right side of drilling rod lower end, fixation steel plate supports the upper end of two, and the centre of motor two shell is fixed in the lower end of steel plate support two, and the front end rotating shaft of motor two is fixed with first half dome tool post, and the rear end rotating shaft of motor two is fixed with later half dome tool post；First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head；First half dome tool post and later half dome tool post one dome tool post of composition, the side surface of dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
The present invention has a following feature:
The present invention can manufacture the piling wall that multiple cement soil pile is the most arc latched with multiple concrete pile body, for gear soil, the antiseep on building basis.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings:
Fig. 1 is the front view of the present invention；
Fig. 2 is the rearview of the present invention
Fig. 3 is the A A view of Fig. 1；
Fig. 4 is the mutual snap close figure of multiple snap close stake.
In figure: 1, drilling rod, 2, steel plate support one, 3, steel plate support two, 4, first half recessed dise knife post, 5, first half dome tool post, 6, motor one, 7, motor two, 8, cutter head, 9, later half recessed dise knife post, 10, later half dome tool post, 11, rotating shaft.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, the upper end of fixation steel plate support 1 on the left of this embodiment drilling rod 1 lower end, the centre of motor 1 shell is fixed in the lower end of steel plate support one, the front end rotating shaft 11 of motor one is fixed with first half recessed dise knife post 4, and the rear end rotating shaft 11 of motor one is fixed with later half recessed dise knife post 9；On the right side of drilling rod 1 lower end, fixation steel plate supports the upper end of 23, and the centre of motor 27 shell is fixed in the lower end of steel plate support two, and the front end rotating shaft 11 of motor two is fixed with first half dome tool post 5, and the rear end rotating shaft of motor two is fixed with later half dome tool post 10；First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head 8；First half dome tool post and later half dome tool post one dome tool post of composition, the side surface of dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section.
The work process that the present invention manufactures soil cement snap close stake is as follows: during work, grouting pump is to the position grout injection between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drives first half dome tool post and the reversion of later half dome tool post, and the soil cutting of its lower end is stirred in rotation by first half recessed dise knife post, later half recessed dise knife post and first half dome tool post, later half dome tool post with cement mortar；Left end cutting is stirred into concave arc head in rotation by first half recessed dise knife post, later half recessed dise knife post, and right-hand member cutting is stirred into dome arc head in rotation by first half dome tool post, later half dome tool post；The concave arc head of left part matches with the dome arc head of right part；Drilling rod forms left end downwards with concave arc head, right-hand member with the soil cement snap close stake of dome arc head during being pressed into.
The work process that the present invention manufactures concrete snap close stake is as follows: during work, grouting pump irrigates water under high pressure to the position between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drive first half dome tool post and later half dome tool post reversion, first half recessed dise knife post, later half recessed dise knife post and first half dome tool post, later half dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc head in rotation by first half recessed dise knife post, later half recessed dise knife post, and right-hand member is cut into dome arc head in rotation by first half dome tool post, later half dome tool post；The concave arc head of left part matches with the dome arc head of right part；The soil body of cutting is mixed in mud, and mud flows out from hole, and drilling rod forms left end downwards with concave arc head, right-hand member with the hole of dome arc head, casting concrete in this hole, formation concrete snap close stake during being pressed into.
The work process manufacturing multiple soil cement snap close stake the most arc latched with multiple concrete snap close stakes is as follows: first in the original position needing pile axis, a hole is manufactured according to the working method manufacturing concrete snap close stake of above-mentioned arc latched mixing pile machine with arc latched mixing pile machine, casting concrete, formation concrete snap close stake in this hole, on the right side of this concrete snap close stake, the distance of one the snap close stake in interval remanufacture second concrete snap close stake, so manufacture one, multiple intervals snap close pilespacing from multiple concrete snap close stakes；When the concrete strength of the snap close stake on both sides reaches a timing, again in the spacing between each two snap close stake, the working method manufacturing cement earth pile according to above-mentioned arc latched mixing pile machine with arc latched mixing pile machine manufactures a soil cement snap close stake, the concave arc head making the soil cement snap close stake left end between each two concrete snap close stake is fit to the dome arc head of left side concrete snap close stake right-hand member, the dome arc head of soil cement snap close stake right-hand member is fit to the concave arc head of the right concrete snap close stake left end, the piling wall that the soil cement snap close stake that is thusly-formed between multiple concrete snap close stake and each two concrete snap close stake is the most arc latched, gear soil for building basis, antiseep.
Claims (1)
1. an arc latched mixing pile machine；It is characterized in that:
Arc latched mixing pile machine includes drilling rod (1), the upper end of fixation steel plate support one (2) on the left of drilling rod (1) lower end, the centre of motor one (6) shell is fixed in the lower end of steel plate support one, the front end rotating shaft (11) of motor one is fixed with first half recessed dise knife post (4), and the rear end rotating shaft (11) of motor one is fixed with later half recessed dise knife post (9)；The upper end of fixation steel plate support two (3) on the right side of drilling rod (1) lower end, the centre of motor two (7) shell is fixed in the lower end of steel plate support two, the front end rotating shaft (11) of motor two is fixed with first half dome tool post (5), and the rear end rotating shaft of motor two is fixed with later half dome tool post 10；First half recessed dise knife post and later half recessed dise knife post one recessed dise knife post of composition, the side surface of recessed dise knife post is provided with multiple cutter head (8)；First half dome tool post and later half dome tool post one dome tool post of composition, the side surface of dome tool post is provided with multiple cutter head；The concave arc of recessed dise knife post cross section coincide with the dome arc of dome tool post cross section；
Mixing pile machine manufactures the work process of soil cement snap close stake: during work, grouting pump is to the position grout injection between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drives first half dome tool post and the reversion of later half dome tool post, and the soil cutting of its lower end is stirred in rotation by first half recessed dise knife post, later half recessed dise knife post and first half dome tool post, later half dome tool post with cement mortar；Left end cutting is stirred into concave arc head in rotation by first half recessed dise knife post, later half recessed dise knife post, and right-hand member cutting is stirred into dome arc head in rotation by first half dome tool post, later half dome tool post；The concave arc head of left part matches with the dome arc head of right part；Drilling rod forms left end downwards with concave arc head, right-hand member with the soil cement snap close stake of dome arc head during being pressed into；
Mixing pile machine manufactures the work process of concrete snap close stake: during work, grouting pump irrigates water under high pressure to the position between recessed dise knife post and dome tool post, motor one drives first half recessed dise knife post and later half recessed dise knife post to rotate forward, motor two drive first half dome tool post and later half dome tool post reversion, first half recessed dise knife post, later half recessed dise knife post and first half dome tool post, later half dome tool post in rotation by the soil cutting of its lower end；Left end is cut into concave arc head in rotation by first half recessed dise knife post, later half recessed dise knife post, and right-hand member is cut into dome arc head in rotation by first half dome tool post, later half dome tool post；The concave arc head of left part matches with the dome arc head of right part；The soil body of cutting is mixed in mud, and mud flows out from hole, and drilling rod forms left end downwards with concave arc head, right-hand member with the hole of dome arc head, casting concrete in this hole, formation concrete snap close stake during being pressed into；
Mixing pile machine manufactures the work process that multiple soil cement snap close stakes are the most arc latched with multiple concrete snap close stakes: first in the original position needing pile axis, a hole is manufactured according to the working method manufacturing concrete snap close stake of above-mentioned arc latched mixing pile machine with arc latched mixing pile machine, casting concrete, formation concrete snap close stake in this hole, on the right side of this concrete snap close stake, the distance of one the snap close stake in interval remanufacture second concrete snap close stake, so manufacture one, multiple intervals snap close pilespacing from multiple concrete snap close stakes；When the concrete strength of the snap close stake on both sides reaches a timing, again in the spacing between each two snap close stake, the working method manufacturing cement earth pile according to above-mentioned arc latched mixing pile machine with arc latched mixing pile machine manufactures a soil cement snap close stake, the concave arc head making the soil cement snap close stake left end between each two concrete snap close stake is fit to the dome arc head of left side concrete snap close stake right-hand member, the dome arc head of soil cement snap close stake right-hand member is fit to the concave arc head of the right concrete snap close stake left end, the piling wall that the soil cement snap close stake that is thusly-formed between multiple concrete snap close stake and each two concrete snap close stake is the most arc latched, gear soil for building basis, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253877.0A CN105862755A (en) | 2016-04-23 | 2016-04-23 | Arc-lock mixing type pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610253877.0A CN105862755A (en) | 2016-04-23 | 2016-04-23 | Arc-lock mixing type pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105862755A true CN105862755A (en) | 2016-08-17 |
Family
ID=56633929
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610253877.0A Withdrawn CN105862755A (en) | 2016-04-23 | 2016-04-23 | Arc-lock mixing type pile forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105862755A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| US20110031017A1 (en) * | 2009-08-04 | 2011-02-10 | Kawasaki Jukogyo Kabushiki Kaisha | Abrasion detecting apparatus detecting abrasion of component of cutter head and tunnel boring machine including abrasion detecting apparatus |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN105735281A (en) * | 2016-04-23 | 2016-07-06 | 李衍霖 | Interlocking mixing pile machine |
| CN105887816A (en) * | 2016-04-23 | 2016-08-24 | 王浩人 | Socket mixing pile machine |
-
2016
- 2016-04-23 CN CN201610253877.0A patent/CN105862755A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101619572A (en) * | 2009-06-30 | 2010-01-06 | 孙刚 | Hydraulic pressure milling deep-mixing underground-wall machine |
| US20110031017A1 (en) * | 2009-08-04 | 2011-02-10 | Kawasaki Jukogyo Kabushiki Kaisha | Abrasion detecting apparatus detecting abrasion of component of cutter head and tunnel boring machine including abrasion detecting apparatus |
| CN102261100A (en) * | 2011-02-11 | 2011-11-30 | 张永忠 | Joint milling cutter of semicircular hydraulic motor |
| CN105735281A (en) * | 2016-04-23 | 2016-07-06 | 李衍霖 | Interlocking mixing pile machine |
| CN105887816A (en) * | 2016-04-23 | 2016-08-24 | 王浩人 | Socket mixing pile machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160817 |
|
| WW01 | Invention patent application withdrawn after publication |